brookside load
TRANSCRIPT
RoomsDead Load
in KN/msq
Live load
in KN/msq
Area
in msq
No. of groups
per floor
Normal Rooms per flat 3.55 2 89.1 8
Bathrooms per flat 3.55 2 9.06 8
Balcony 4.175 3 9.67 8
Wall LoadLoad
in KN/m
Centre Line
in m
No. of groups
per floor
Outer Walls (230 mm) (9') 7.5 29 8
Inner Walls (125 mm) (5') 5.1 40.0 8
Balcony Walls (5') 0.3 6.9 8
Beam Self WeightLength
in ft
Depth
in ft
Width
in ft
Total Volume
cubic ftNo. per floor
Beam 1 33.75 1.33 0.83 37.5 22
Beam 2 39.75 1.33 0.83 44.2 24
Beam 3 28.33 1.33 0.83 31.5 4
Beam 4 14.42 1.33 0.83 16.0 8
Beam 5 26.83 1.33 0.83 29.8 8
Column LoadLength
in ft
Width
in ft
Height
in ft
Total Volume
cubic ftNo. per floor
Columns inside Flats per Floor 1 1.5 8.67 13.0 78
Dead Load Live load CombinationsArea
in sqm
Club/Terrace 3.55 1.5 5.05 935.4
Wall Load Load Centre Line No.
Flats
Terrace boundary Wall (5') 0.3 132 2
Area of Building in sqm
Total Vertical Load by Buiding in KN
Total Vertical Load by Buiding in KN with 1.5 Factor of Safety
Avg Load Per Unit area in KN
Avg Load Per Unit area in Tons
Avg Load Per Unit area in Tons with safety factor
Avg Load Transfer Per Column in KN
Avg Load Transfer Per Column in Tons
Per Stircase-Lift Structure
RoomsDead Load
in KN/msq
Live load
in KN/msq
Area
in msq
No. of
floor
Passage Way 3.55 3 20.61 9
Staircase 6.0 3 11.44 9
Beam Self WeightLength
in ft
Depth
in ft
Width
in ft
Total Volume
cubic ft
No. of
floor
Beams over Lift 24.5 1.33 0.83 27.2 9
Staircase Beam 9.5 1.33 0.83 10.6 9
Column LoadLength
in ft
Width
in ft
Height
in ft
Total Volume
cubic ft
No. of
floor
Common area 1 1.5 8.67 13.0 9
Height
in ft
Area
in sqft
Volume
in cubic mt
92 29.2 75.95
Dead Load Live loadArea
in sqm
Lift Load 3.75 20 6.1
Water Tank
Lift and Staircase load in KN
Lift and Staircase load in KN with factor of safety
Area in msq
Avg Load Transfer KN Per msq with factor of safety
Avg Load Transfer Ton Per msq with factor of safety
Shear Wall
Raft and filling
Area of Raft in sqm
Thickness of Raft in m
Weight of Raft with 1.5 factor of saefty
Depth of filling from Current grnd level to Raft in m
Depth of Sand Filling with Sand From current ground level to plinth level in m (Assumption, do not know exactly)
Total Weight of Soil Filling in KN
Results
Total Vertical Load by Buiding in KN with 1.5 Factor of Safety
Area of The complete building / Raft area Considered
Avg Load Per Unit area in KN
Avg Load Per Unit area in Tons
Total Dead Load
in KN
Total Live Load
in KN
Toal Load
in KN
2530.0 855.22 3385
257.3 86.97 344
322.8 139.18 462
Per Floor 3110 1081.36 4191
Total 24881 8650.91 33532
Total Dead Load
in KN
Total Live Load
in KN
Toal Load
in KN
1723.6 1724
1630.3 1630
16.1 16
Per Floor 3370 3370
Total 26960 26960
Volm in
cubic mt
Total Dead Load
in KN
Total Live Load
in KN
Toal Load
in KN
23.4 584 584
30.0 750 750
3.6 89 89
3.6 91 91
6.8 162 162
Per Floor 1514 1676
Total 12114 13411
Volm in
cubic mt
Total Dead Load
in KN
Total Live Load
in KN
Toal Load
in KN
28.7 718 718
Per Floor 718 718
Total 5743 5743
Total Dead Load
in KN
Total Live Load
in KN
Toal Load
in KN
4724 4724
Per Floor 4724 4724
Total 4724 4724
Total Dead Load Total Load in KN
Flats
76.6 77
Per Floor 77 77
Total 77 77
Total 4801 4801
Area of Building in sqm 1045
89170
133755 144677.4
85
9
13.0
1143
117
No. of
Floors
in KN
Total Dead Load
in KN
Total Live Load
in KN
Total Load
in KN
658.4 333.86 992
621.2 185.33 806
Volm in
cubic mt
Total Dead Load
in KN
Total Load
in KN
6.9 173 173
2.7 67 67
Volm in
cubic mt
Total Dead Load
in KN
Total Load
in KN
3.3 83 83
Total Dead Load
in KN
Total Load
in KN
1898.7 1899
Total Dead Load
in KN
Total Load
in KN
122 122
233 233
4375.7
6564 6564
68.6
96
10
1500
0.4
22500 22500
1.1
Depth of Sand Filling with Sand From current ground level to plinth level in m (Assumption, do not know exactly)
26072.1 26072.1
195454 206377
1500.0 1500.0
130 138
13.3 14.0
Dead Load Live load Dead Load Live load
7 3.55 2 3.55 2
6 3.55 2 3.55 2
5 3.55 2 3.55 2
4 3.55 2 3.55 2
3 3.55 2 3.55 2
2 3.55 2 3.55 2
1 3.55 2 3.55 2
Ground Floor 3.55 2 3.55 2
Club/Terrace 3.55 1.5
Water Tank Load KN/m^2 20.9
Lift Load Dead Load KN/msq
Top 10
Bottom 10
Wall Loads
Wall Type as mentioned in Cad Drawings Load Kn/m
W1 `
W2
W3
W4
Mesh Size
Wall Faces
Vertical
Length of Wall
in m
No.
of Mesh
Mesh
Size
in m
Horizontal
Length of Wall
in m
F2 3 20 0.15 2.26
F3 3 20 0.15 1.73
FloorsNormal Rooms Bathrooms
Dead Load Live load Dead Load Live load Dead Load Live load
4.175 3 3.55 3 6.0 3
4.175 3 3.55 3 6.0 3
4.175 3 3.55 3 6.0 3
4.175 3 3.55 3 6.0 3
4.175 3 3.55 3 6.0 3
4.175 3 3.55 3 6.0 3
4.175 3 3.55 3 6.0 3
4.175 3 3.55 3 6.0 3
No. of MeshMesh
Size in m
Consider
Mesh
No.
Actual
Size
of Mesh
Compare
15.0 0.15 15 0.150388 0.997
11.5 0.15 12 0.14405 1.041
Passage Way StaircaseBalcony
Length
in m
Breadth
in m
Height
in m
Volume
in m^3
Volume of Water required for half Block 23.6
Wt of Watre Tank in KN 2.0
Wt of Water in KN 231.1
Total Wt in KN 233.1
Total pressure in Kn/m^2 18.19
Slab Load 2.75
Total Load 20.94
Width of a step in m 1.37
Length of Riser ( G ) 0.279
Length of Tred ( R ) 0.150
Width of supporting Slab 0.150
No. of Steps 18
Self weight in KN 42.29
Finish Kn/m^2 1.00
Staircase area 0.38
No. of Staircase 18
Finish Load in landing Kn 6.9
Total Dead Load of Stairs 49.2
Length (Going) in m 1.42
Width in m 2.90
Depth in m 0.1
Self weight in KN 15.46
Finish Kn/m^2 1.00
Landing Area in m^2 4.12
Finish Load in landing in Kn 4.12
Total Dead Load of Landing 19.59
Total Dead Load in KN 68.8
Top view area of Stair case 11.4
Uniform Dead Load in KN/m^2 6.0
Self weight Floor Finish Water proofing PCC BJLC
Rooms Slab (110 mm) 2.75 0.8 0 0 0
Passage Way (110 mm) 2.75 0.8 0 0 0
Dead Load of Slab Load
Landing Dimension
Water Tank
Remark
Staircase Load CalculationsStep dimension
Balcony (135 mm) 3.375 0.8 0 0 0
Sunken Slab Bathroom (110 mm) 2.75 0.8 0 0 0
Terrace (110 mm) 2.75 0.8 0 0 0
Remark/Source
Brick Type CLC Brick
Dimension 60*25*12.5By company
biltech
Volume of Brick Work per
Brick in cubic mt0.021411
By company
biltech
Volume Of Brick
in cubic mt0.01875
Design density
Kn/cubic mt11
Volume of Mortar
in cubic mt0.002661
10 mm thick
Mortar
Mortar Unit wt in
KN per cumt 20.4
Total wt per Brick (With Mortar)
in KN0.26
Design wt KN
per cubic mt12.2
Common Space Dl A B Delta (A-B) Per m
X -13.929 -10.865 3.064
Y -3.734 3.734 7.468 5.4
Common Space LL A B Delta (A-B)
X -13.929 -10.865 3.064
Y -3.734 3.734 7.468 4.6 1.15
Staircase DL A B Delta (A-B)
X -17.449 -13.929 3.52
Y -1.601 1.6 3.201 10.6
Staircase LL A B Delta (A-B)
X -17.449 -13.929 3.52
Y -1.601 1.6 3.201 5.3 1.32
Staircase Wtaer Tank DL A B Delta (A-B)
X -17.449 -13.929 3.52
Y -1.601 1.6 3.201 32.0
Wall Load
Total
3.55
3.55
Dead Load of Slab Load
4.175
3.55
3.55
Value Source
Plaster weight in KN per cumt 20.4 IS 875-1 Table-1 point 24
Mortar weight in KN per cumt 20.4 IS 875-1 Table-1 point 25
RCC weight in KN per cumt 25IS 875-1 Table-1 point 22
for 2% steel
PCC weight in KN per cumt 24 IS 875-1 Table-1 point 20
Batroom Filling Material 0
Brick Density in KN/cubic mt 11By company
biltech
Bulk Density of Soil in Kg/cubic mt 1747 At 3 m depth
Bulk Density of Soil from Grnd floor to Road level in Kg/cubic mt 2199
Live load
in KN / sqmtSource
Normal Rooms 2
Bathrooms 2
Balcony 3
Passage Way 3
Staircase 3
Club/Terrace 1.5
IS 875 part 2
Table-1 SL No. 1
Assembly building
Assebly area - 2)
Slab Thickness
in m
Thickness
in ft
Thickness
in inch
Typical Floor Slab 0.11 0.361 4.33
Terrace Slab 0.11 0.361 4.33
Passage Way Slab 0.11 0.361 4.33
Bathroom Slab 0.11 0.361 4.33
Balcony Slab 0.135 0.443 5.31
Water Tank Slab 0.11 0.361 4.33
DimensionDepth
in inch
Width
in inch
Depth
in ft
Beam Type 1 16 10 1.33
Beam Type 2 16 10 1.33
Beam Type 3 16 10 1.33
DimensionLength
in inch
Width
in inch
Length
in ft
Column 16 10 1.33
Floor Details In ft In meter
Height a Floor - Floor 10 3.0
Floor To Roof 9.6
IS 875 part 2
Table-1 SL No. 1
Resdiential building
Dwelling House
Large Window LoadCalculation
Height a Floor - Floor (in ft) 10
Height of Window (in ft) 7.0
Height of wall + Lintel (in ft) 2.6
Depth of Lintel (in m) 0.3
Load of Lintel in (KN/m) 1.0
Height of Wall (in m) 0.5
Load of Wall in (KN/m) 0.7
Total in (KN/m) 1.7
Equivalent wt 17.2
Wall LoadThickness
in m
Unit weight of Brick
in Kn/cubic mt
Height
in m
Outer Walls (200 mm) 0.200 12.2 2.6
Outer Walls (200 mm) with windows 0.200 12.2 2.6
Outer Walls (200 mm)with Bathroom exhaust 0.200 12.2 2.6
Outer Walls (200 mm)with Door and Windows 0.200 12.2 2.6
Inner Walls (125 mm) 0.125 12.2 2.6
Balcony Walls (125 mm) 0.125 12.2 0.15
Terrace boundary Wall (125 mm) 0.125 12.2 0.15
Loads at Large Windows (125 mm) 0.125 17.2 0.80
Combination For Design Source Sr no.
EQ+X 1
EQ-X 2
EQ+Z 3
EQ-Z 4
WL+X 5
WL-X 6
WL+Z 7
WL-Z 8
DL 9
LL 10
1.5(DL + LL) 11
1.2 (DL + LL + EQ+X) 12
1.2 (DL + LL - EQ+X) 13
1.2 (DL + LL + EQ-X) 14
1.2 (DL + LL - EQ-X) 15
1.2 (DL + LL + EQ+Z) 16
1.2 (DL + LL - EQ+Z) 17
1.2 (DL + LL + EQ-Z) 18
1.2 (DL + LL - EQ-Z) 19
IS 1893_1 2002
Clause 6.3.1.2/
Table 18 IS 456
0.9DL + 1.5EQ+X 20
0.9DL - 1.5EQ+X 21
0.9DL + 1.5EQ-X 22
0.9DL - 1.5EQ-X 23
0.9DL + 1.5EQ+Z 24
0.9DL - 1.5EQ+Z 25
0.9DL + 1.5EQ-Z 26
0.9DL - 1.5EQ-Z 27
1.5 (DL + EQ+X) 28
1.5 (DL - EQ+X) 29
1.5 (DL + EQ-X) 30
1.5 (DL - EQ-X) 31
1.5 (DL + EQ+Z) 32
1.5 (DL - EQ+Z) 33
1.5 (DL + EQ-Z) 34
1.5 (DL - EQ-Z) 35
1.2 (DL + LL + Wl+X) 36
1.2 (DL + LL - WL+X) 37
1.2 (DL + LL + WL-X) 38
1.2 (DL + LL - WL-X) 39
1.2 (DL + LL + WL+Z) 40
1.2 (DL + LL - WL+Z) 41
1.2 (DL + LL + WL-Z) 42
1.2 (DL + LL - WL-Z) 43
0.9DL + 1.5WL+X 44
0.9DL - 1.5WL+X 45
0.9DL + 1.5WL-X 46
0.9DL - 1.5WL-X 47
0.9DL + 1.5WL+Z 48
0.9DL - 1.5WL+Z 49
0.9DL + 1.5WL-Z 50
0.9DL - 1.5WL-Z 51
1.5 (DL + Wl+X) 52
1.5 (DL - WL+X) 53
1.5 (DL + WL-X) 54
1.5 (DL - WL-X) 55
1.5 (DL + WL+Z) 56
1.5 (DL - WL+Z) 57
1.5 (DL + WL-Z) 58
1.5 (DL - WL-Z) 59
For Service Load Combinations Source Sr no.
EQ+X 1
EQ-X 2
EQ+Z 3
EQ-Z 4
IS 1893_1 2002
Clause 6.3.1.2/
Table 18 IS 456
IS 1904 15.1.3/
Table 18 IS 456
WL+X 5
WL-X 6
WL+Z 7
WL-Z 8
DL 9
LL 10
DL + .5LL 11
DL+0.5LL+EQ+X 12
DL+0.5LL-EQ+X 13
DL+0.5LL+EQ-X 14
DL+0.5LL-EQ+X 15
DL+0.5LL+EQ+Z 16
DL+0.5LL-EQ+Z 17
DL+0.5LL+EQ-Z 18
DL+0.5LL-EQ-Z 19
DL+LL+WL+X 20
DL+LL-WL+X 21
DL+LL+WL+Z 22
DL+LL-WL+Z 23
DL+LL+WL-X 24
DL+LL-WL-X 25
DL+LL+WL-Z 26
DL+LL-WL-Z 27
DL+WL+X 28
DL-WL+X 29
DL+WL+Z 30
DL-WL+Z 31
DL+WL-X 32
DL-WL-X 33
DL+WL-Z 34
DL-WL-Z 35
DL+EQ+X 36
DL-EQ+X 37
DL+EQ+Z 38
DL-EQ+Z 39
DL+EQ-X 40
DL-EQ-X 41
DL+EQ-Z 42
DL-EQ-Z 43
IS 1904 15.1.3/
Table 18 IS 456
Width
in ft
Depth
in m
Width
in m
0.83 0.41 0.25
0.83 0.41 0.25
0.83 0.41 0.25
Width
in ft
Length
in m
Width
in m
Height
in ft
Height
in m
0.83 0.41 0.25 8.67 2.6
10 mm
Plaster
on both
side
KN/sqmt
ReductionLoad
KN/m
0.4 0 7.5
0.4 29% 5.4
0.4 6% 7.05
0.4 47% 3.98
0.4 0 5.1
0.4 0 0.3
0.4 0 0.3
0.4 0 2.1
Earthquake Load Source
Zone III Table 2 of IS: 1893
Response Reduction Factor (RF)
Importance Factor (I) Table 6 of IS: 1893
Rock and Soil site Factor
Type of Structure
Damping Ratio (DM)
Period in X Direction (PX)
Period in Z Direction (PZ)
Depth of Foundation (DT)
External Walls Intenal Walls Balcony
Feet inch Feet inch Feet
2 0.5 Flat 1
4 3.5 4 5.5 9
11 8 9 8.5 8
13 8 11 8 4
10 2 6 2.5
14 2 9 11
13 2 13 11
13 2 6 2.5
13 8 9 2.5
11 8 8 6.5
14 2 6 2.5
10 2 13 9.5
13 8 7 9
11 8 11 11
3 11 12 11
4 9
10 2 124 101.0 21
14 2 8.4
13 2 132.4 22.8
13 8 40.4 6.9
13 8
13 2 Flat 2
13 2
13 2 12 11 8
13 2 11 11 4
13 2 6 2.5 8
14 2 8 6.5
10 2 9 2.5
13 8 6 2.5
11 8 13 11
4 3.5 9 11
2 0.5 6 5
6 0 8 2.5
6 0 7 9
6 0 14 2
6 0 4 5.5
10 2
365 140
11.66667 123 84.0 20
376.6667 7.0
94.16667 130.0 22.2
28.702 39.6 6.8
1.312336
inch
6.5
9
5.5
21.0
1.8
9
5.5
11.5
26.0
2.2
Length Height Area Length Height Area Length Height
W7 14.2 8.67 122.7778 7 5 35 0 0
W6 10.4 8.67 90.27778 8.83 7 61.83 0 0
W4 11.4 8.67 98.94444 8.83 7 61.83 0 0
W1 11.4 8.67 98.94444 7 5 35 0 0
W2 15.2 8.67 131.4444 2 4 8 0 0
W3 14.2 8.67 122.7778 7 5 35 3.25 7
Dimension of doorsDimension of windowDimension of wallType 1
Area
0 0.29
0 0.68
0 0.62
0 0.35
0 0.06
22.75 0.47
Dimension of doorsReduction %